Aufsatz
Detection of notches and cracks based on the monitoring of local strain and the solution of inverse problems
Abstract
Engineering structures are in general exposed to cyclic or stochastic mechanical loading. Exhibiting incipient cracks, particularly light‐weight shell and plate structures, suffer from fatigue crack growth, limiting the life time of the structure and supplying the risk of a fatal failure. Due to the uncertainty of loading boundary conditions and the geometrical complexity of many engineering structures, numerical predictions of fatigue crack growth rates and residual strength are not reliable. Most experimental monitoring techniques, nowadays, are based on the principle of wave scattering at the free surfaces of cracks. Many of them are working well, supplying information about the position of cracks. One disadvantage is that those methods do not provide any information on the loading of the crack tip. In this work, the development of a concept for the detection of straight and simply kinked notches or cracks in finite plate structures under mixed mode loading conditions is presented. In this approach, the distributed dislocation technique is applied to model the direct problem, and a genetic algorithm is used to solve the inverse problem. Solving the inverse problem, eg, with a genetic algorithm, this allows the identification of external loading, crack or notch position parameters, such as length, location or angles, and the calculation of stress intensity factors, as long as the shapes and the number of the cracks are a priori known. Experiments are performed using plates with notches under tensile loading.
Citation
In: Material Design & Processing Communications (MDPC) (2019-08-14) , S. e103 ; ISSN 2577-6576Sponsorship
Gefördert im Rahmen des Projekts DEALCitation
@article{doi:10.17170/kobra-20200116932,
author={Boukellif, Ramdane and Ricoeur, Andreas},
title={Detection of notches and cracks based on the monitoring of local strain and the solution of inverse problems},
journal={Material Design & Processing Communications (MDPC)},
year={2019}
}
0500 Oax 0501 Text $btxt$2rdacontent 0502 Computermedien $bc$2rdacarrier 1100 2019$n2019 1500 1/eng 2050 ##0##http://hdl.handle.net/123456789/11425 3000 Boukellif, Ramdane 3010 Ricoeur, Andreas 4000 Detection of notches and cracks based on the monitoring of local strain and the solution of inverse problems / Boukellif, Ramdane 4030 4060 Online-Ressource 4085 ##0##=u http://nbn-resolving.de/http://hdl.handle.net/123456789/11425=x R 4204 \$dAufsatz 4170 7136 ##0##http://hdl.handle.net/123456789/11425
2020-01-17T07:56:51Z 2020-01-17T07:56:51Z 2019-08-14 doi:10.17170/kobra-20200116932 http://hdl.handle.net/123456789/11425 Gefördert im Rahmen des Projekts DEAL eng Urheberrechtlich geschützt https://rightsstatements.org/page/InC/1.0/ distributed dislocations inverse problem kinked crack detection notch detection 620 Detection of notches and cracks based on the monitoring of local strain and the solution of inverse problems Aufsatz Engineering structures are in general exposed to cyclic or stochastic mechanical loading. Exhibiting incipient cracks, particularly light‐weight shell and plate structures, suffer from fatigue crack growth, limiting the life time of the structure and supplying the risk of a fatal failure. Due to the uncertainty of loading boundary conditions and the geometrical complexity of many engineering structures, numerical predictions of fatigue crack growth rates and residual strength are not reliable. Most experimental monitoring techniques, nowadays, are based on the principle of wave scattering at the free surfaces of cracks. Many of them are working well, supplying information about the position of cracks. One disadvantage is that those methods do not provide any information on the loading of the crack tip. In this work, the development of a concept for the detection of straight and simply kinked notches or cracks in finite plate structures under mixed mode loading conditions is presented. In this approach, the distributed dislocation technique is applied to model the direct problem, and a genetic algorithm is used to solve the inverse problem. Solving the inverse problem, eg, with a genetic algorithm, this allows the identification of external loading, crack or notch position parameters, such as length, location or angles, and the calculation of stress intensity factors, as long as the shapes and the number of the cracks are a priori known. Experiments are performed using plates with notches under tensile loading. open access Boukellif, Ramdane Ricoeur, Andreas doi:10.1002/mdp2.103 publishedVersion ISSN 2577-6576 Material Design & Processing Communications (MDPC) e103
The following license files are associated with this item:
:Urheberrechtlich geschützt